Reinforced Concrete Structures Limit State Method

The maximum strain at failure in tension steel having yield stress fy and young's modulus Es as per limit state method is

1
0.2 + fy/(1.5Es)
2
0.002 + fy/(1.5Es)
3
0.002 + fy/(1.15Es)
4
0.2 + fy/(1.15Es)

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